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Specifications (7) • RECEIVED JAN 1 1 2016 CITY OF TIGARD BUILDING DIVISION SCHOLLS BLDG E HVAC 10130 SW Nimbus Ave Tigard, OR 97223 CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approval � � STRUCTURAL CALCULATIONS OTCs Permit A j '( 2ot(c)-- VIM Project Number:20160024 Addreat `f- Q I CBC?) said th f' I s� Data 11=k' Reitmeier Mechanical OFFICE COPY • 19570 SW 90th Court Tualatin, OR 97062 RED �� • 5 359P /8/16 0-EGON q, , 9 • /5, ��0�? 7SONC. SPNS EXPIRES: 6/30/20 16 Prepared By: Reed Newcomer,Project Engineer VL M January 8,2016 ENGINEERING + DESIGN Structural Calculations:Scholls Bldg E HVAC DC-1 Project: Scholls Bldg E HVAC Project Number: 20160024 Project Address: 10130 SW Nimbus Ave Document: Structural Calculations for Tigard, OR 97223 Building Permit TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 Structural Details +� S-1 thru S-3 ' ./ :OVA Puitlgrk�101 CLI�JC arrltl C-1 thru C-4 Reference Informationtt t 37°I'5 A R-1 thru R-4 I I o s *moil tun kbbA """*"TISCRIPTION bF Matti wi„a m olls Bl g E i IVAC' ,���cl I of 111-placement of a HVAC roof top unit (RTU). The scope of this calculation evaluates the existing structural (purlin) members for the additional loading, as well as the attachment of the new units to resist wind and seismic forces. G 4cad2016\20160024\Calculations\20160024 DC.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com Structural Calculations:Scholls Bldg E HVAC DC-2 CODES 2014 Oregon Structural Specialty Code (Based on the 2012 International Building Code) DESIGN LOADS Live Loads Roof Snow Load Flat Roof Snow Load, Pr 25 psf Snow Drift As Required Dead Loads Roof(Panelized) Roofing (existing) 2.8 psf Insulation 0.5 psf Sheathing (1/2" plywood) 1.5 psf Sub-purlins (2X4 @ 24" O.C.) 1.1 psf Joists (4X14 @ 8'-0" O.C.) 1.8 psf Glulam Girders 1.5 psf Mechanical and Electrical 1.0 psf Suspended Ceiling 1.8 psf Total Roof Load 12.0 psf Additional Loads HVAC RTU 383 lbs Original Curb (Est.) 150 lbs Adapter Curb 157 lbs Wind Basic Wind Speed (3-second gust) 120 mph Wind Importance Factor, lW 1.0 Occupancy Category II Wind Exposure B Seismic Location Latitude 45.44319 Longitude -122.78435 Seismic Importance Factor, le 1.0 Risk Category II Mapped Spectral Response Accelerations S, = 0.974 S, = 0.424 Site Class D Spectral Response Coefficients Sd5 = 0.721 Sd, = 0.446 Seismic Design Category D Component Anchorage Factors a Rp 1, Hanging HVAC Equip 2.5 6.0 1 .0 6:\Acad20l 6\20160024\Calculotions\20160024 DC.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fox:503.248.9263 www.vlmk.com VERIFY EXISTING FRAMING NEW HVAC UNIT TO BEAR UNDER MECH. UNIT AS SHOWN, ON NEW OR EXISTING NOTIFY ENGINEER IF OTHERWISE. €10 FRAMING ON ALL CORNERS PROVIDE ADDITIONAL 2x6 (WEIGHT 383#) FRAMING PER SECTION A. X Z Z J - J aa v X X W W (E)2x4 SUB-PURLINS AT 24"O.C.TYPICAL ENLARGED PARTIAL FRAMING PLAN IS-2 1/4"= NOTE: VERIFY PLACEMENT OF UNIT AS SHOWN.NOTIFY ENGINEER IF EXISTING CONDITIONS ARE OTHER THAN SHOWN. 2x4 STITCHED TOGETHER NEW CURB WITH 16d AT 12"O.C. 0 2x6 x 1'-6"SECURED WITH (4)-16d STAGGERED _ 11:1!! e SECTION N.T.S. SCHOLLS BLDG E HVAC 20160024 1.2016 PROJ 140 DATE 10130 SW NIMBUS AVE JRN JCS TIGARD,OR 97223 �° yv L M KENGINEERING + DESIGN PARTIAL FRAMING PLAN S-2 SW Kelly Avenue Portland,Oregon 97239 I lel:503,222.4453 I tax:503.248.9263 I www.vlmk.com A UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH(4)#10 x 1/2" TEK SCREWS \‘; SECURE ANCHOR TO CURB WITH(4)#10 x 1/2"TEK ,1] SCREWS,TYPICAL HVAC UNIT ADAPTER CURB 16 GAUGE STEEL'CANFAB' OR EQUAL ANCHOR,(4) TOTAL,(1)EACH CORNER ON LONG SIDES OF UNIT SECURE HVAC UNIT ADAPTER CURB TO EXISTING CURB WITH MINIMUM (4)#10 x 1/2"TEK SCREWS EACH CORNER AND AT 12"O.C.AT SIDES, - TYPICAL , -� EXISTING UNIT MOUNTING CURB (APPROX 14"HEIGHT) EXISTING ROOF SHEATHING / EXISTING ROOFING \ /� I „y ///////////////////////////// `11 • 4 VERIFY THAT EXISTING CURB IS FASTENED TO /'y EXISTING SUPPORT FRAMING WITH A#14 SCREW ! EXISTING FRAMING MINIMUM AT EACH CORNER AND AT 24”O.C., PER PLAN EACH SIDE. IF ANCHORAGE DOES NOT EXIST, PROVIDE SIMPSON'LTP4'OR'A35'CLIPS AT EACH CORNER AND AT 48"O.C.EACH SIDE FROM THE INSIDE OF THE CURB TO THE EXISTING ROOF FRAMING 0I1 HVAC CURB DETAIL S-3 1 1/2"= 1'-0" IP SCHOLLS BLDG E HVAC 20160024 1/2016 PROJ NO DATE . 10130 SW NIMBUS AVE JRN JCS VV L M K TIGARD,OR 97223 °�" �° ENGINEERING + DESIGN HVAC CURB DETAIL S-3 SW Kelly Avenue Portland,Oregon 97239 I tel 503.222.4453 I fax 503.248.9263 I www.vlmk.com • 12/8/2015 Design Maps Summary Report C -1 Design Maps Summary Report • User-Specified Input Report Title 20150653 Tue December 8,2015 18:14:51 UTC • Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 45.44319°N, 122.78435°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III r ' "‘z-,3: ,,',.,-, ct:--7-, .. -..- ::::01, _. ' _ . iiip... yr. ,.* ,,-. , , _ ,... --1-_-_ 44," -.,,,,, ,--111: r;:,,, „;-. ,-,-1* z„ - „ , i -',,1# t. , ' 44, - - i 'or -,,,: ,: :;%...,„,,,,..... ,.... .ii;.4;:,, _ i$,,I,,,,,..0 ,, , , 7' ill of-, .-- t , ,,,,,:,,,. - , ,,,-,4 ,.,,,,- _4.,z,, _,,,-% ,r_,,,,...,.....## _ ,,, *.,.*".t. ": .:4 '': ' * 1 t*- e -,. . - , ..,,-,,,,,,,,I.. ..„,- . _ ,... ,t,,,, , . „ , ,,1 . ., . 44::'. .1. 1('14'11r-‘1111r - '74H1r:"I' ;:" ' ': 4 f , 14 _ av - . f a ',' 4-';� *Amy ;, i %• y p 3. x k �i #11ta ¢ . @ _ � ,€_�. E n # +C7a . .11-1,41M ^ 8YP r; a .:., •USGS-Provided Output SS = 0.974 g SMS = 1.081 g SDS = 0.721 g S1 = 0.424 g SM1 = 0.668 g SD1 = 0.446 g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. MCER Response Spectrum Design Response Spectrum 0.99 1.10 0.90 0.99 0.72 0.99 0.64 0.77 0.56 a 0.66 a 0.49 V V I0.55 , M 0. 40 I 0.44 0.32 0.33 0.24 0.22 0.16 0.11 0.09 • 0.00 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 Period. T(sec) Period. T(sec) For PGA,,, TL, CRS, and CR, values, please view the detailed report. httpJ/ehp2-earthquake.wr.usgs.gov/designm aps/us/summ ary.php?tem plate=minimal8Ja6tude=45.443198Jongitude=-122.784358siteclass=38riskoategory=0&... 1/2 • _l VV L M K project:Scholls HVAC Job#:20160024 By:JRN Date: 1/2016 sheet u:C -2 ENGINEERING♦DESIGN RTU HVAC Support Design Check Existing 4x14 Purlins I PT W i LOADS V / / / / / / / /) DL w = 10.5 psf (roof w/o Glulam) tRL11(-71'1RR WSL=25 psf (snow w/ponding) x 20'-0" 'r TRIB = 8.0 ft PT=690 lbs/2 Purlins= 345 lbs BENDING Mu=wl2/8 + PTab/1 =23.11 k-ft MD= (F,= 1450psi)*(CD= 1.15)*(S,= 102.4 in3)*2.54*0.85= 30.72 k-ft> Mu RESULTS Historic Value for 1980 4x14 DF#2 OK Check Exist 2x4 Sub-Purlins I PT w i LOADS r / / / / zrz /1 twDL= 8.7 psf (roof w/o glulam&purlins) RL 4RR wSL= 25 psf (snow w/ponding) 'r 8._0.. 'r TRIB =2.0 ft PT=690 lbs/3bm =230 lbs BENDING Mu=w12/8 + PTab/1 = 1359 lb-ft MD= (Fb= 1450psi)*(C0= 1.15)*(CR= 1.15)*(CF= 1.5)*(S,= 3.063 in3)*2.54*0.85= 1585 lb-ft> Mu RESULTS Add 2x4 at EA side of HVAC 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com VVLDAK Project. Scholls HVAC lob# 20160024 By: JRN Date: 1/2016 sheet#: C-3 ENGINEERING+ DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Wind Loads on Rooftop Structures and Equipment Based on the 2012 International Building Code and ASCE 7-10, 29.5.1 TYPICAL SCREEN WALL Fh Fv �p�r TYPICAL MECHANICAL UNIT /H Fh� H slA\N°O` DESIGN INPUT B = 80 ft Horizontal Dimension of Building Measured Normal to the Wind Direction h = 15 ft Mean Roof Height of Building (Eave Height if Roof Angle < 10') Height = 3.88 ft Height of Rooftop Structure or Equipment Width = 4.00 ft Width of Rooftop Structure or Equipment, Perpendicular to Wind Depth = 2.66 ft Depth of Rooftop Structure or Equipment, Parallel to Wind H = 18.9 ft Height to Top of Structure or Equipment Vuit = 120 mph Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, &C] 8 Exposure Category [Section 26.7.3] zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 26.9-1] a = 7.0 3-Second Gust-Speed Power Law Exponent [Table 26.9-1] KZ = 0.701 Velocity Pressure Exposure Coefficient [Table 29.3-1] Krt = 1.00 Topographic Factor [Figure 26.8-1] Kd = 0.85 Wind Directionality Factor [Table 26.6-1] ANALYSIS qz = 0.00256KzKztKdV„tt2 [Equation 29.3-1] qZ = 22.0 psf Velocity Pressure at Ultimate Level GC, = 1.9 Horizontal: Force Increase & Gust Factor [Section 29.5.1] GCr = 1.5 Vertical-Uplift: Force Increase &Gust Factor [Section 29.5.1] Af = 15.52 sf Area of Structure Normal to the Wind Direction (Horizontal face) A, = 10.64 sf Area of Structure Perpendicular to the Wind Direction (Vertical face) B*h = 1200 sf Building Area Normal to the Wind Direction Fh = 9h(GCr)Af [Equation 29.5-2] Fh = 647 lbs Horizontal Design Wind Force (Ult., 1.0W) • Ph = 41.7 psf Horizontal Design Wind Pressure (Ult., 1.0W) Fv = 9h(GCr)Ar [Equa ior1 k3] F„ = 350 lbs Vertical (Uplift) Design Wind Force (Ult., 1.0W) Pv = 32.9 psf Vertical (Uplift) Design Wind Pressure (Ult., 1.0W) 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vImk.com l VV L M K Project: Scholls HVAC Job#: 20160024 By: JRN Date: 1/2016 Sheet#: C-4 ENGINEERING , DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. _ Mechanical Unit Anchorage Design Based on the 2012 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: I x SDS = 0.721 g Design Spectral Response Acceleration • • S2 = 1.0 Overstrength Factor [ASCE7 12.2-1 or 15.4-1] s 4 A 2.5 [ASCE7 13.5-1 or 13.6-1] �cG p YCR Y Rp 6.0 [ASCE7 13.5-1 or 13.6-1] Ycg Ip = 1.00 [ASCE7 13.1.3] • z = 15 ft Attachment height from base of structure •II 12 h = 15 ft Average roof height of structure from base X PLAN VIEW Wind Parameters: PHORIz. = 41.7 psf Design Wind Pressure (psf), 1.0W Pupurr = 32.9 psf Design Wind Pressure (psf), 1.0W _VG Mechanical Unit Parameters: T Wu = 540 lbs Total Weight zcg X = 48.0 in Base Dimension (max) ' ' Y = 32.0 in Base Dimension (min) SIDE VIEW Z = 46.0 in Height of Unit Zcurb = 14.0 in Height of Curb, where occurs Load Combinations: X,q = 24.0 in Center of Gravity Seismic: Wind: Yea = 16.0 in Center of Gravity (0.9-.2SDS)D + QE 0.9D + 1.0W Zw = 23.0 in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.752E 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: 0.4a SDSW° z F° = ° (1+2-). 195 lbs <_ 1.6Spsi°W° = 623 lbs OK R°/I° h >_0.3SDSI°W° = 117 lbs OK Base Shear, QV„E = 195 lbs Seismic, QE Wind: Vuw = 834 lbs Wind, 1.0W V,,,BASE = 834 lbs Wind = 500 (ASD) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity = 5% Anchor: dx dx^2 dy dy^2 ex = 1.2 in e„ = 0.8 in 1 24 576 16 256 MX_X = 234 in-lbs Mv_v = 156 in-lbs 2 24 576 16 256 Y Direction X Direction 3 24 576 16 256 V1,3 = 51 lbs V1,2 = 51 lbs 4 24 576 16 256 V2,4 = 51 lbs V3,4 = 51 lbs 2304 1024 Wind: V1,2,3,4 = 209 lbs Max Vu,ANCHOR = 209 lbs Wind = 125 (ASD) Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 7203 lb-in Seismic, QE Net Tension: Tx* = 227 lbs Mres,x = 9795.2 lb-in Seismic, QE Tv* = 357 lbs Mres,v = 6530.1 lb-in Seismic, QE • Wind: Mot = 25020 lb-in Wind, 1.0W Max Tu,ANCHOR* = 357 lbs 'Wlpti ' Mres,x = 11664 lb-in Wind, 1.0W = 206 (ASD) Mres,v = 7776 lb-in Wind, 1.0W *Negative(-)values indicate there is no net uplift • 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com Unit Report For 3T Project: —Untitled1 10/26/2015 Prepared By:Airefco, Inc. 01:43PM R - 1 Unit Parameters Dimensions(ft. in.)&Weight(lb.)*** Unit Model. 48VL-B360603 Unit Length. 4'0.1875" Unit Size• 36(3.0 Tons) Unit Width• 2'8.625" Volts-Phase-Hertz. 208-1-60 Unit Height 3'9.9375" Z Heating Type' Gas "• Weights and Dimensions are approximate.Weight does not include roof 0 Duct Cfg• VerticalNertical curbs,unit packaging,field installed accessories or factory W installed options. Approximate dimensions are provided primarily for 60,000 Btuh shipping purposes.For exact dimensions and weights,refer to appropriate V Standard Unit product data catalog. Z Total Operating Weight 383 lb iw W U. Warranty Information W 1 year warranty on parts 5 year warranty on compressor 5 year warranty on heat exchanger No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48VL-B360603 Rooftop Unit 1 Base Unit Accessories CPMANDPR007A00 Manual Outside Air Damper 1 Packaged Rooftop Builder 1.39t Page 9 of 13 Certified Drawing for 3T Project: -Untitledl 10/26/2015 Prepared By:Airefco, Inc. 01:43PM R - 2 } WIT ELECTRICAL WIT OT. UNIT 501010 18/1111CENTER OF 63Av[TT 21/06J Cd300100ISTICS L1 RG •0" I T 2 Z .201<-,111251040,360130 200,230.1-60 330 713.6 42.100 1070 22-13716 575.1 1S-5716 510.1 15.11,16 300.5 0 466L(-/101601046/660111/510 )031230-1. 251/230-340 312'155.0 4/-171 1120 22-13/16 526.1 15-5I16 511.5'15.13116 401.6 41001-7171361060,0107131510 203/250-1, 200/230-5-60 316 170.4 /6.1/1 1112 22-13/16 571.4 15-5716 511.5 16-5/1 422.5 48DCC-1111311061/140160 161-3-10 310 176.0 16.016 1172 22-13716 575.1 15-3716 501.6 11-5/0 .22.3 ,W 7110115 vOLTAOE CONNER 001037 LOAM V •,• •2' •3• •4• Z 4861.<-/1J1241010/040130 200/230 46.5 22.5 16.0 20.0 10.0 11.1 175.4 52.4 W 400L1-IRJD501040/0101n7510 201/230 51.3 23.3 51.1 31..0 102.3 41.5 110.6 34.3 / 4841-1015361066/060)13/5180,050100 1604841-1015361066/060)13/5182001230 56 4 25.6 73.2 31 1 112.7 50.2 131.5, 55.E Li 1>„1--gill [aft i1 400L(-/11136106 .1 121.7 55.1 130.5 62.0 W tin IMAM aJUMALIS TO COMM 1LE MA Lim 1.1/11 40TE, ALL TOLE 067A 1ELE0AOT FOR ALL FACTOR!INSTALLED IACIES(1011 fin.. OPTIONS(KmECOAONIZEI roe OF 0117 .11 2355.01 IW ill 1111. DUCT SIDE OF UNIT 2 (50.0] A/ ali a10101 i' /11P11 SIppEE OPPOSITE DUCTS 11 (315.17 tLi 0 pi DOTT011 OF WIT.,...,..,.. ....102 (12.2] FLOE MEL R 011.41 &ono C(1 IRIAM 0-,7/14 I1CI[5 NMI 1tM.a 41 UNIO[I3 WITS. PON[*£3130 s15r -/2(1144.0] 1 - 4, UNIT AID WGROUOREC NCREACES.LORE*EOT*1 SIDE 34 (311.0] 1 `L UNIT ARO!LOC*OR CONCRETE WALLS ANO OTHER VII 630080[0 SURFACES. PORK(3130 510E 42 21010.01 *TIM CM •mot,. • t III • IEOIIm P.EAIW=PPI GOMM A4 MOON IEC1E5 101] '�' ■ 1 (PAP.COIL ACCESS SIDE 36 1314.07 ( [1/2.10 EMIR CR7R0 510E 42 11666.1] IEICEPT FOR DEC 1EOUIIEN[I15I IE 111- [c] UNIT 100 41(1213.2] SIDE OPPOSITE DUCTS 36 1114.0] 111q.•. TOP •T11.cat DUCT PANEL _17 (501.014 VIM 30101010 DISTANCES:IF WIT IS PLACED LESS T1AN 12(104.01 FOOT TALL SlS7[N,7IEN 5051210 PEIFOIYNCE NAME COPV011ISE0. DI1E15I013S IN 21 ARE IN W 111 4, 11•MI , (1111,11 III 13 IPS 430 -‘" 141 1 r -~ :- Iffh IIIII� 1111111111111 IIIIIIIII: { 1.1,4 ,-"I''"*'"'T,1 .IIIIIIIIIIIIII • y� 1 1P.,7n1 ail ritr w tfR,11 0010.51 11, 11 . . • _....:/: -1= ice,: .� 1>.+sS i L} I IS ' �>. po ',H, 50 .= p 5141 Mr 1g, i0.a�. •p N1: ` It I;fr1s .:•(1.,1 N.T "11 1r,.rn �ftlp W .- [[.LI NSI • 10-1111 011';; 111.11 -•,[5-I'l ~-DU 11-.[1 1711'~ i1vP1103.21 P,, LWT Y� T a 010./1 OIONT SEE VEV EAR YEW 11 evil 500516 - Packaged Rooftop Builder 1.39t Page 10 of 13 OPTIONS: oaaoapNav AND TauaaNCED PSA ANSI ru.w.vn REVISIONS MATERIAL: 189a.GAL STEEL REV. mamma DATE APPROVED INSULATED PANELS (WHERE REQUIRED) Attn: Tag: 1 IRMAI DWG 09/06/2012 GKF 1"1-1/2LB DUCT INSULATION (R VALUE 3.85) 24GA RETURN 24GA SUPPLY Approval: RETURN AIR GASKET PROVIDED WITH CURB �� 1 1/2"ADDED EXISTING CURB O.D. CURB BE HHAS 2 OR TO FABRICATION ONE .� MUST BE CHOSEN PRIOR TO FABRICATION SUPPLY AIR 33 13/16" 13/4" EXISTING CURB LAYOUT . 121/4" HAS 2 CONFIGURATIONS 11/4 PLEASE CHOOSE ONE FROM BELOW } 7 (3D DRAWING DEPICTS LARGE) 17 5/8'• i INSULATED 493/8" - 431/4" -.....1._ COVER 471/8" a1" f 25 11/16"-.- 21 1/2" Ill ��2311/1 f 177/8" f m 2 1/4"� 2 1/4" � t 2 1/4" m i T F` m 23 1/2" RETURN SUPPLY 22" RETURN SUPPLY Z j m 63 1/2" 0 60 1/2" z LARGE SMALL r -<I 46 1/16" 1 30 5/8"1 I R/S WILL BE COVERED W/24GA MATERIAL&NEEDS i 16" 3" TO BE CUT OUT BY INSTALLER UNLESS R/S DUCT OPENINGS 507M" I T ARE PROVIDED TO CDI I r 65" CURS MOM MSS.) APPROVALS wTE RR. 1-4665-4021L CURB SHOWN IS CDI STANDARD CONFIGURATION 156.$4 - oolivares CDI RESERVES THE RIGHT TO CHANGE LAYOUT -..- Monday,January 31,2011 11:29:41 AM QUOTE#: WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A "vEMFYE379TmGCURS oD w p,., f`•�� »w«o: 1-37, DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED VEI6Fr SU YANDRETURNOPEMNGI •�"" ELK TYLER ET NW J" NOTE ANY CHANGES ELK RNER,MN 66350 1-4665-4021 L I 1 PRIOR TO PLACING AN ORDER. "CALL MTH ANY QUESTIONS Tr." ""' CDI(763)311.7790 'O"• 'FAX BACK W DRAVANG IS OK AS IS n. I+tom• (763)361.7661 scam 1:25 I wear: 1 or 3 CO 1 1 . A 1 1, . 2 ..._N.. •.0-••.•;:`-..... •,-7,..,(• 00601r1.0Z s eor ..7:-,,:•,•.,e vxn. ♦lOZ/OZ/S:31110 ..'4" "�<...<-. <-,'r<iy••••••'tr NfIIYS NOSYr cu, AS O311tloiU3d . 1, ,!, <.. , Z,77' : <;;1:=.,:,'' 1N3i S3Y1d3tl OMAN rI 61Y'/ rm•a ¢D 3. 7079 •/VN7d 9 VIWVb'' 0'OOFd r• GSi..... q.p. .S;. ...,., r _,- I. Y r1 f.w lT9 q n+w A �.. 1`1ei a .,Z l:' (,,<s, ( •-4 •1 lv I'.• I. !• , ser e••••••• 1 \ r r X SsT,?' :• u•• .s �e S• 1r �4 � Y.i°7"] I I i''p;ii L„„4.7_t, Giet"` . 4y , r•10• �• aW. 5 ... . .. > I av• (••••• LICt . F .,_ ILf ja ,. I Tr.. 1>ves lA'_ ___...}—I 7 E :. AV.' - I• — w,µ .o:. . L. at °, p' .. r I. :•• s ire e a.. .•,F- qr .. — I I. ire... o., r M `, yle.4;, I `,,., C',. .* • • ry .-7—. ....-..7.............,, , r I,;...1p A.. flit,: _ •mac�, } t A ,,,..,7.,.... / . s • M.R.. ..-_..•-,.r... ......•,. ......•,•. .. . ,. s.. •..uiA-YL...w...... . .... _ .., . , ., z ' I'� _. ` • T r�a4•. •.. t N REFERENCE ONLY 4.+ 2.5T Project: -Untitledl 10/26/2015 Prepared By:Airefco, Inc. 01:43PM RECEIVED JAN 1 1 2016 2.5T CITY OF TIGARD BUILDING DIVISION Tag Cover Sheet Unit Report Certified Drawing Performance Report Packaged Rooftop Builder 1.39t Page 2 of 13 Unit Report For 2.5T Project: —Untitled1 10/26/2015 Prepared By:Airefco, Inc. 01:43PM Unit Parameters Dimensions(ft. in.)&Weight(1b.)*** Unit Model. 48VL-B300403 Unit Length. 4'0.1875" Unit Size• 30(2.5 Tons) Unit Width. 2'8.625" Volts-Phase-Hertz. 208-1-60 Unit Height 3'3.9375" Heating Type• Gas ** Weights and Dimensions are approximate.Weight does not include roof Duct Cfg• Vertical/Vertical curbs,unit packaging,field installed accessories or factory 40,000 Btuh installed options. Approximate dimensions are provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate Standard Unit product data catalog. Total Operating Weight 349 lb Warranty Information 1 year warranty on parts 5 year warranty on compressor 5 year warranty on heat exchanger No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48VL-B300403 Rooftop Unit 1 Base Unit Accessories CPMANDPR007A00 Manual Outside Air Damper 1 Packaged Rooftop Builder 1.39t Page 3 of 13 Certified Drawing for 2.5T , Project: -Untitled. 10/26/2015 >,r Prepared By:Airefco, Inc. 01:43PM UNIT ELEC101C41 UNIT WT. UNIT IEIONT IN/NN CE41ER OF 6111111I71 141* CI40ACTE4ISTICS -LI N6 v" I T I 4841.3-111424104811180130 7061730.1-40 330 116.6 47.1,8 1070 27-13/16 573.1 15-5116 388.1 15.11116 308.5 48V1.1-111183010461011)13/510 1081230-1, 200/200-340 342 155.0 44.116 1121 27-13116 579.4 15-5/16 380.1 15.13116 401.6 OIVU-/I>8561D600I400>33/570 7061750-1, 7081730.1-69 336 170.4 46.118 1112 22-13/16 579.1 15-5/16 588.9 16-5/8 477.5 4841.1-/41334106410$0>60 460-3-60 390 176.8 46.116 1172 22-13/16 571.4 15-5116 3831 16-518 422.3 WITS VOLTAGE CORNER 1EIG8T 18146 .1. "2' .3. .I. 400.1-1418241040/000/10 2001230 41.5 22.5 66.0 27.9 06.0 44.1 115.4 52.1 430L4-/1183010111060>l5/540 '2081230'51.3 23.5 60.4 31.0 102.5 46.5 119.4 54.5 14011-10183010601030)33/5)0 7081230 56.A 25.6 75.7 34 1 112.7 51.2 131.5 51.1 18011-1110361060/030)60 - 460 ' 56.A 25.6 75.2 31.7 121.7 55.3 156.5 62.0 Igil1 14111 lis111 TO }11{ NOTE: ALL TOILE 0414 NELET 10N ALL FACTOR'INSTALLED ��tiJi �(MA PAoIMCIES C1011 1111.1.1OPTIC4S EXCEPT ECOMONIr1N TOP Of 3017 .. .. 14 131565.01 DUCT SIDE OF UNIT 2 150.03 ?-311SIKp OPP091TE DUCTS a 7355.63 III.II © PIMA A ,., 'PPPL. Fl 4OTT0hI Of UOIT. 3 3 3 3,117 112.71 r -w FLOE PANEL 34(311,11 3711x51 Its dafE7ws, 710* �3t8114.1 �1-'1„{ `eF111r 4ETME1 WHITS. RODER ENTIT SIG( ... 47 1761i507w1 pN,P1 1 11111 410 UNGROUNDED SUIFOCES. PO1E0 ENT07 SIO*... .....K 7311.0] 1 :1 UNIT 430 BLOCK OR CONCIETE WALLS AND OTTER G40O10E0 SURFACES. POIE4(4130 SIDE 42 71046.8] (IIII WWI ma MUM CID M C E KO WOW=MO MOMS IPINCAS MO •r { EPA'.COIL ACCESS SIDE 36 1314.0] 11RA1 P0WE0(1101 SIDE 42 11066.03 tEOCEPT FON NEC REOUIRENENTS) Q ill El UNIT 7O0 16 71211.7] SIDE OPPOSITE DUCTS 34 7111.0] taco 4•. Y� •roar col DUCT PANEL. 12 1304.014 TOP 41I4183*51510 CES:IF UNIT IS►LACED LESS TIAN 1?139481 FROM WALL SPSTIN,TIE1 51510*PEOF04MANCE NAME COMPROMISED. OI1E45100S IM 11 ARE IN w lir I, 11•b1111141.11 144311 IH]1r- 1177 I1 IH IIIIIIII r ' _ Iffmtil III I III I I! 1/1•[M{, p;,+ IIIIIIIII 1.71 1M[1[n.M..y Ti 8�• • lil t l+ 15/1/401 aw4NI . .M4T • L 181 I/ MINIM 37(818 y14 ,4-,fn1 11, [41.11 14-5/11 i�q 1116.11 I1h1{�1 l6-If{ • - •• , 11 4PRp Dk 1-4811 •Q 4, O• � �� Qe 11wn reo .p. -p o 1 Wta ,bunt ,.. PPM* ;-1111 4141 t 1(3.1 7l! 7°4; 1111T 1. 11'51 1-1/14-." utP .441 U + �I 4/ 41 (12*1 I011 " I-IU P-P-11' I-117 (`PUN 047. SCE 1-,Ut 4717.01 (38.41 4111.51 I1i,/•11T1.81 P., LITT SCE VOW ROWYE1N 18./1 FONT WOE YEW FEAR YEW 4 /811500316 `_' Packaged Rooftop Builder 1.39t Page 4 of 13 « , Performance Summary For 2.5T Pnojoo: -Unhdod1 10/26/2015 ' Prepared By:Airefco, Inc. 01:43PN Part Number:48VL-B300403 ARI SEER. 14.50 Application EER(Rooftop Unit only) 0.00 Base Unit Dimensions Unit Length- 48.2 in Unit Width- 32.6 in Unit Height: 39.9 in Total Operating Weight 349 lb Unit UnitVo|tog*Phouo'Honz. 208'1'60 Air Discharge. Vertical ranDriveTypo- Dirwct Actual Airflow. 981 CFM Site Altitude. 0 ft Cooling Performance Condenser Entering Air DB 95.0 F Evaporator Entering Air DB 80.0 F Evaporator Entering Air WB 67.0 F Entering Air Enthalpy 31.44 BTU/lb Evaporator Leaving Air DB 59.2 F Evaporator Leaving Air WB 57.9 F Evaporator Leaving Air Enthalpy 24.98 BTU/lb Unit Discharge Air DB 0.0 F Unit Discharge Air WB 0.0 F Unit Discharge Air Enthalpy 0.00 BTU/lb Net Cooling Capacity 28.50 MBH Net Sensible Capacity 22.02 MBH Total Unit Power Input 2.38 kW Coil Bypass Factor 0.038 Mixed Air Outdoor Air Airflow 420 CFM Outdoor Air DB 95.0 F Outdoor Air WB 77.0 F Outdoor Air Htg.Temp• 35.0 F Return Air DB 76.0 F Return Air WB 64.0 F Return Air Htg.Temp • 70.0 F Heating Performance Heating Airflow- 981 CFM Entering Air Temp 70.0 F Leaving Air Temp 101.2 F Gas Heating Input Capacity. 40.0 MBH Gas Heating Output Capacity. 33.0 MBH Temperature Rise. 31.2 F Supply Fan External Static Pressure. 0.30 in wg Options/Accessories Static Pressure Wet Coil. 0.06 in wg Total Application Static(ESP+ Unit Opts/Acc.) 0.36 in wg FanRPN• 1050 Fan Power 0.32 BHP Fan Motor Size, hp 1/2 NOTE High Motor Speed,Vert ^ Packaged Rooftop Builder 1.39u Page 5 of 13 Performance Summary For 2.5T • Project: -Untitledl 10/26/2015 Prepared By:Airefco, Inc. 01:43PM Electrical Data Minimum Voltage. 197 Maximum Voltage. 253 Compressor RLA• 12.8 Compressor LRA• 64 Outdoor Fan FLA(ea)• 0.7 Indoor Fan Motor FLA• 4.1 Power Supply MCA• 20.8 Power Supply MOCP(Fuse or HACR). 30 Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Rating. 73.0 db Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz NA NA NA 125 Hz NA NA 62.0 250 Hz NA NA 64.0 500 Hz NA NA 67.5 1000 Hz NA NA 67.5 2000 Hz NA NA 65.0 4000 Hz NA NA 60.0 8000 Hz NA NA 54.5 Advanced Acoustics © 0 k 0 1 ' Advanced Accoustics Parameters 1. Unit height above ground. 30.0 ft 2. Horizontal distance from unit to receiver 50.0 ft 3. Receiver height above ground- 5.7 ft 4. Height of obstruction• 0.0 ft 5. Horizontal distance from obstruction to receiver 0.0 ft 6. Horizontal distance from unit to obstruction• 0.0 ft Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 1k 2k 4k 8k Overall A 0.0 62.0 64.0 67.5 67.5 65.0 60.0 54.5 73.0 Lw B - 45.9 55.4 64.3 67.5 66.2 61.0 53.4 71.6 LwA 26.2_ C 0.0 29.6 31.6 35.1 35.1 32.6 27.6 22.1 40.6 Lp Packaged Rooftop Builder 1.39t Page 6 of 13 a l Performance Summary For 2.5T Project: —Untitled1 10/26/2015 • Prepared By:Airefco, Inc. 01:43PM D - 13.5 23.0 31.9 35.1 33.8 28.6 21.0 39.2 LpA 26.2 Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A-Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide;other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. Packaged Rooftop Builder 1.39t Page 7 of 13